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    Serre Equations in Channels and Rivers of Arbitrary Cross Section

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023021-1
    Author:
    Damien Violeau
    DOI: 10.1061/JHEND8.HYENG-13406
    Publisher: American Society of Civil Engineers
    Abstract: A variational approach was used to derive a set of Serre equations for fully nonlinear, dispersive waves in channels of arbitrary cross section. A family of travelling waves was found, as well as the relation between amplitude and celerity of solitary waves. An upper bound is proposed for the solitary wave amplitude as a function of the Froude number in trapezoidal cross-sectional canals, and it showed good agreement with existing theory. For waves of moderate amplitude, cnoidal waves result with a soliton limit; these waves and their properties (celerity and wave number) are written as functions of the channel bank slope and channel bank curvature. The theoretical findings are in agreement with well-established results in the literature, in particular with more-recent Boussinesq-type theories. A validation is proposed against existing experimental data.
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      Serre Equations in Channels and Rivers of Arbitrary Cross Section

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    contributor authorDamien Violeau
    date accessioned2023-08-16T19:06:34Z
    date available2023-08-16T19:06:34Z
    date issued2023/07/01
    identifier otherJHEND8.HYENG-13406.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292768
    description abstractA variational approach was used to derive a set of Serre equations for fully nonlinear, dispersive waves in channels of arbitrary cross section. A family of travelling waves was found, as well as the relation between amplitude and celerity of solitary waves. An upper bound is proposed for the solitary wave amplitude as a function of the Froude number in trapezoidal cross-sectional canals, and it showed good agreement with existing theory. For waves of moderate amplitude, cnoidal waves result with a soliton limit; these waves and their properties (celerity and wave number) are written as functions of the channel bank slope and channel bank curvature. The theoretical findings are in agreement with well-established results in the literature, in particular with more-recent Boussinesq-type theories. A validation is proposed against existing experimental data.
    publisherAmerican Society of Civil Engineers
    titleSerre Equations in Channels and Rivers of Arbitrary Cross Section
    typeJournal Article
    journal volume149
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13406
    journal fristpage04023021-1
    journal lastpage04023021-9
    page9
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007
    contenttypeFulltext
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